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- W627994218 abstract "The paper deals with the theoretical and site investigations carried out on the substructure (Pier & Abutments) of Halewood Bridge to determine the causes of cracking in the reinforced concrete elements and especially the central pier. The bridge structure consists of a two span continuous composite steel/concrete deck supported on a reinforced concrete pier and end abutments. Shallow spread foundations are used to distribute the pier and abutment loads to the supporting ground. The bridge was designed during 1962/63 in accordance with BS153 and relevant Department of Transport standards effective at the time and was constructed during 1963/64. The theoretical investigations involved mainly the checking of the initial structural design, and additional calculations, based on more up to date knowledge, on the causes of cracking of reinforced concrete elements were carried out to supplement the initial design calculations. The site investigations involved crack width monitoring at 30 positions using a Demec gauge for one year. Also, precise levelling of certain parts of the bridge deck was carried out to determine the extent of differential settlement (if any) in the substructure and its contribution to the observed cracking. (A) For the covering abstract see IRRD 869077." @default.
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- W627994218 date "1994-01-01" @default.
- W627994218 modified "2023-09-27" @default.
- W627994218 title "SITE INVESTIGATION ON THE SUBSTRUCTURE OF A HIGHWAY BRIDGE TO DETERMINE THE CAUSE OF CRACKING IN THE R.C. ELEMENTS" @default.
- W627994218 hasPublicationYear "1994" @default.
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